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UNCONTROLLED COPY 1 2
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REFERENCE DRAWINGS REVISION CONTROL
9 10
841 x 594
12
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CAD ACAD
A1
H
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7 8 9 10
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12
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ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - STRUCTURES AND POLES
66kV EARTHING TRANSFORMER CABLE SUPPORT
STEELWORK DETAILS
0A
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REFERENCE DRAWINGS
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REVISION CONTROL
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ACAD
ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - STRUCTURES AND POLES
66kV SURGE ARRESTOR & NOMAD CONN. SUPPORT
STEELWORK DETAILS
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... !,0
.. ,... ... ...
q>
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4 OFF - 150PFCx100 CFW TO 150 SHS
t/ll2 - HOLE IN BOTTOM FLANGE FOR H20 BOLT TO FIX
CROSS MEMBER TO COLUMN TOP PLATES
\ 250 800 1000
900 \ 900
I \ J L J
PLAN
5 OFF
3 OFF - SURGE ARRESTOR PLATE
I 75Pf[x40 AT 900 CRS 7~ HOLE CENTRALLY
4100 LOCATED IN TOP FLANGE
I 1000
I 900
t ] I [
' r
800 250
900
I I
J L .... ·-E ~ I ~5010 SHS
I ""-250X350x20 TOP PLA ... .. TE ...
·-E ~ 100 PFCICSO LONG '-r I
I
12~ HOLE EACH PLATE
I CENTRALLY LOCATED 11 COLUMN ONL Yl
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I ~5
I - ~5 1- .,_!10 -
54-80
1/2-14~ HOLES ~ ~ 80
...--I + ~ ltfEI ~ ~ IH=B
I zoo 800 1000 1000
I
0
I Ill ;!
10mm STIFFENER PLATES 8-DFF REQD ~219.1 x 4.8 CHS mo~
I CFW TO COLUMN J
\ ~ COLUMNS
1 30 GROUT 0 ~~ 0.00 UNDERSIDE OF STEEL WORK. >
U/S BASE PLATE,., J 1\ TUM LEVEL FOR PRIMARY EQUIPM ~TI l
r:-~ t--
........._ r ~ t--
~-..I \
L ELEVATION
CFW TO COLUMN 4-t120 BOLTS TO 150 PFCs
80 t25 -551 ~
+ ~1 800 zoo I
CABLE SUPPORT BEAM. 100 PFC
400x400x25 BAS E PLATE
0 CFW TO COLUMN v 4-t120 BOLTS T
~ FOOTING
f\/: -~n
DETAIL 'A' SCALE N.T .S.
WELD COLUMN TO BASE PLATE
2 OFF - CABLE SUPPORT STRUT. 100 PFC WITH SHAPED END CFW TO COLUMN
~CABLE SUPPORT BEAM / 100 PFC
............ 211/)14 HOLES FOR H.O. M12 BOLTS FOR FIXING TO STRUT
11t/1l0mm VENT HOLE ALIGNED WIT CENTRELINE OF MOUNTING BOLTS
4/ t/1l2 HOLES FOR H.D. H20 BOLTS
TOP PLATE DETAIL SCALE 1 1 10
STIFFENER PLATE DETAIL
SCALE 1 : 10
SCALE 1 1 10
NOTES:
400
1---3=00;..,__-1
1 1
65
SURGE ARRESTOR PLATE DETAIL
SCALE 1 1 10
EARTHING LUG DETAIL
SCALE 1 1 2.5
PLATE
1/)14 - 3 HOLES SLOTTED ON 200 PCD FOR H.D. M12 BOLTS
1. ALL WELDS SHALL BE 6mm CFW UNLESS NOTED OTHERWISE
SECTION
EARTHING LUGS. REFER DEl AILS. CFW TO COLUMN.
2. ALL STEEL WORK SHALL BE BLAST CLEANED TO CLASS Sa ~S SPECIFIED IN AS 1627.4
3. ALL BOLTS & STEELWORK TO THE PRIMARY ELECTRICAL EQUIPMENT SUPPORTS TO BE HOT DIP GAL VANISED TO AS 4680
4. GALVANIZING VENT HOLE OFFSET TO BE DETERMINED BY GAL VANISER.
r.=============:::::;i5. REMOVE ALL BURRS AND SHARP EDGES BEFORE GALVANIZING. 0 500 1000mm
A
DESIGN WIND LOADS IN ACCORDANCE WITH• AS1170.212002 & CYCLONIC REGION: REGION C TERRAIN CA TECiORY1 CATEGORY 2 SHIELDING MUL TIPLIER1 Ms 1.0 TOPOGRAPHICAL MUL TIPLIER1 Mt 1.0 IMPORTANCE LEVEL1 LEVEL 4
BCA I II II I I
100
0
I II II I 200
UNREDUCED SCALE 1:10
1000
I
UNREDUCED SCALE 1:20
I
2000mm
I
ERG 0 N ENERGY 1-::{)o="*"----_ _;F_-....;.;AS....;;.BU;;.;,;IL;_T ~=-:-:-------1 CORPORATION LTD ABN 50 08TB48082 =- ~
lllo ... 00111 RLAWRENCE 9/0112012 EESS-10074-t2 - SURGE ARRESTOR FOOTING.
~ 00111 RHICKS 3110112012 l>{1plawd 00111 KELKINS 610212012
EESS-10075-02 BIJB.Rtlq,..,I'MI 00111 --SCBIB AS SHOWN
EESS..1 0075-02-()B.DWG
UNCONTROLLED COPY
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ACAD
ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - STRUCTURES AND POLES
66kV CURRENT TRANSFORMER SUPPORT
STEELWORK DETAILS
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UNCONTROLLED COPY
REFERENCE DRAWINGS
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REVISION CONTROL
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ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - STRUCTURES AND POLES
66kV SURGE ARRESTOR AND CABLE POTHEAD SUPPORT
STEELWORK DETAILS
0B
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0
:;! .., ..-. "' ... ....
4 OFF - 150PFCXIOO CFW TO 150 SHS
!fil2 - HOLE IN BOTTOM FLANGE FOR M20 BOLT TO FIX
CROSS MEMBER TO COLUMN TOP PLATES
PLAN
5 OFF
1; HOLE CENTRALLY
n I I I I I I I I I I 1-l I I
DETAIL 'A' SCALE N.T.S.
0 0 "' .... .., .... 11!1J20mm VENT :g HOLE ALIGNED WITH ~ CENTRELINE OF MOUNTING BOLTS
41!1122 HOLES FOR H.D. M20 BOLTS
TOP PLATE DETAIL SCALE 1 1 10
FRONT VIEW
f 1so I ao I
~ iff t ~ ifl14 - 2 HOLES I 200 I FOR H.D. M12 BDL TS 180 10
PLATE
'V' SLOTS. ITYPI 4/!IJ2 HOLES REFER DETAIL A. FOR H.D. M20 BOLTS
BASE PLATE DETAIL SCALE 1 1 10
~--'""'T"--~i-20mm PLATE
</J18 - 4 HOLES FOR H.D. M16 BOLTS
WELD COLUMN TO BASE PLATE q> \ I 75PFCK40 AT 900 CRS
4100 LOCATED IN TOP FLANGE
100PFC~~ SHAPED END ~'-
250 BOO 1000 I 1000
900 \ 900 I 900
\ I t I I
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·i: ~ "'-,sox; SHS
I 0 0 ....
·-E ~ 100 PFClCSO LONG 1-T I
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I CENTRALLY LOCATED 11 COLUMN ONL Yl
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I 80 r25
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~ ~ 80
i:,..-2-14c/> HOLES II II -1+
'"'" ltf'F.I + '"'"
ltfF.I
l2oo 800 1000 1000
I I
0
I I "' ;! 10mm STIFFENER PLATES
8~FF REQD I
.____ 219.1 11 4.B CHS C350 ------
I CFW TO COLUMN
' ' COLUMNS
30 GROUT 0
~ EL 0.00 UNDERSIDE OF STEELWORK.
U/S BASE PLATE '" 1 IDA TUM LEVEL FOR PRIMARY EQUIPMENT) J ~---r- r- - - r-
L ELEVATION
BOO 250
900
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""'250X350x20 TOP PLA TE CFW TO COLUMN 4-H20 BOLTS TO 150 PFCs
80 r25 -551 ~
+ f--1
800 zoo I
CABLE SUPPORT BEAM. 100 PFC
400K400x25 BAS E PLATE
0 CFW TO COLUMN
/ <-fUO 1101. TS T FOOTING
1\ -r--
l ,-
2 OFF - CABLE SUPPORT STRUT. 100 PFC WITH SHAPED END CFW TO COLUMN
~CABLE SUPPORT BEAM / 100 PFC
'21</J14 HOLES FOR H.D. M12 BOLTS FOR FIXING TO STRUT
SIDE VIEW' 100 PFC 10mm PLATE
WITH CFW TO 2001165 10mm END PLATE
CABLE SUPPORT STRUT DETAIL
0 ID
SCALE 1 1 10
STIFFENER PLATE DETAIL
SCALE 1 1 10 65XIO FL llCIII CFW TO COLUMN
AND BASE PLATE
NOTES:
SURGE ARRESTOR PLATE DETAIL
SCALE 1 1 10
EARTHING LUG DETAIL
SCALE 1 1 2.5 SOXIO FL 11141 CFW TO COLUMN
</J14 - 3 HOLES SLOTTED ON 200 PCD FOR H.D. M12 BOLTS
rr================i! 1. ALL WELDS SHALL BE 6mm CFW UNLESS NOTED OTHERWISE
EARTHING LUGS. REFER DETAILS. CFW TO COLUMN.
-, DESIGN WIND LOADS 2. ALL STEELWORK SHALL BE BLAST CLEANED IN ACCORDANCE WITH1 AS1170,212002 & BCA TO CLASS Sa ~S SPECIFIED IN AS 1627.4 CYCLONIC REGION• REGION C TERRAIN CA TEGORY1 CATEGORY 2 3. ALL BOLTS & STEELWORK TO THE PRIMARY SHIELDING MUL TIPLIER1 Ms 1.0 ELECTRICAL EQUIPMENT SUPPORTS TOPOGRAPHICAL MUL TIPLIERI Mt 1.0 TO BE HOT DIP GAL VANISED TO AS 4680
I!::::::IM=P=OR=T=A=NC=E=L=E=V=EL=I=L=EV=E=L=4====:::::!1 4. GALVANIZING VENT HOLE OFFSET TO BE DETERMINED BY GALVANISER
5. REMOVE ALL BURRS AND SHARP EDGES BEFORE GALVANIZING.
1000 2000mm o 500 1000mm
SECTION 0
A 111, d 200
I I l1•1d I I 100
EES5-1DD74-tZ S~E ARRESTOR Alii CABLE POTHEAD FOOTING
lllo ... 00111 RLAWRENCE 9/0112012 ~ 00111 RHICKS 3110112012
/o{1plrJwd 00111 KELKINS 610212012
BIJB.Rtlq,..,I'MI 00111
EES$-1 0075-04-0B.DWG
UNREDUCED SCALE 1:20 UNREDUCED SCALE 1:10
ERG 0 N ENERGY 1-::{)o="*"----_ __;F_-...;.;AS...;;..BU;;.;.;IL;_T "'T":"'"".=-:------1 CORPORATION LTD ABN 50 08TB48082 =- ~
EESS-10075-04 --SCBIB AS SHOWN
UNCONTROLLED COPY
REFERENCE DRAWINGS
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ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - STRUCTURES AND POLES
66kV SURGE ARRESTOR SUPPORT
STEELWORK DETAILS
0C-01
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UNCONTROLLED COPY
REFERENCE DRAWINGS
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ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - STRUCTURES AND POLES
66kV LOW BUS AND POST INSULATOR SUPPORT
STEELWORK DETAILS
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REFERENCE DRAWINGS
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ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - STRUCTURES AND POLES
66kV CAPACITOR VOLTAGE TRANSFORMER SUPPORT
STEELWORK DETAILS
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REFERENCE DRAWINGS
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ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - STRUCTURES AND POLES
66kV HIGH BUS AND POST INSULATOR SUPPORT
STEELWORK DETAILS
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ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - STRUCTURES AND POLES
66kV INCOMING TERMINATION STRUNG BUS SUPPORT
17m CONCRETE POLE DETAILS
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-FIT1liiG
TYPE
FIT1liiG LEGEND
DESCIIIPTIIIII llo. CI'F
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S. CiALY, CIIIISS ~ ACCES$ IAIIRIU
NOTES. L STAKHS mn TilES AAE TO IE ACCUIETLY POSlTIIIIIED Alii FREE FRill COIICIIIETE Alii IJEFQIIIUTY,
L PILE MAIU'ArniiiEA TO DESIIII TP GALYANISED mn FERRU.ES TO TAICE SPECIFIED LDADS.
1. LIMIT STATE DESIIII LOADS. COIOICTOIII IIIIM PER PAHSE - IIAX DEVI4TIUII .vllii.E Jt" I!ARTIIWIIIfl 51111 - MAX DEVIATIUII AIIU ~·· WOlD LOADS. REGION 'C' TBIIAIII CAT L III'OAToVICE LEYR 4
4. LOADS CoVI ACT Ill DPPOSIR DIREtTIIIIIS.
S. FEIIIULES Ill TOP Cl' POLE TO IE DESIIIIED TO CAIIRY TEIISIIJN CAPACITY Cl' M16 IIIADE U IDL T oVID HAR LDAD AS DESIIII ACTJDIIS.
6. CDNCRETE BASEPAD CM EmU BE CAST ON Sl1E DR UR AN 1101• PRECAST IASEPAD FRill STDRES Slo 41Jin.
T. CDNCRETE FILL TO IE 15MPA ZS. ROCIC 0 SLUMP. C-AtTED EVERY J-.
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ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - STRUCTURES AND POLES
66kV TERMINATION STRUNG BUS SUPPORT
8m STEELWORK DETAILS
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NOTES : F STEELWORK TO COMPLY - r-FABRICATlON & ERECTlON 0 1• WITH AS 4100.
SECTlONS ISHSJ TO STRUCTLRAL
2. m~t ~::'A~~W 350 TO :s P~l~~S TO BE STRUCTURAL STEEL ALL OTHER SECTlONS TO AS 111Z
GRADE 250. BE GRADE 4.6 TO AS 1111 G & J'N~ERS TO AS 1968 u.N.O. BOLTS r.oSHERS TO AS 1237 I SPRJN D FLAT W,.
45 PT 1 & SEALE 1--
A TEGORY SP TO AS 15 USE LOW HYDROGEN 3. ~JL~REJ~fE IN~ESS ~.r.riC~~~l~c WELDING.
E4111 ELECTRODES FOR DGES BEFORE GALVANISING.
4. REHOYE All BLRRS :E s~::" G!L V ANISED TO AS 1150 ALL STEELWORK TO
AFTER FABRICA TlON. CTURE IZ POLES & 1 BEAHJ, 1 COHPLETE STRU QUANTITIES ARE FOR STEEL = 54 1kg.
5. APPROX. TOTAL HA~A~F !CDHPLETEJ • 406kg, -APPRO)(, HASS OF
UNCONTROLLED COPY
REFERENCE DRAWINGS
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32 4
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REVISION CONTROL
76
594 x 420
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ACAD
ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - STRUCTURES AND POLES
66kV 15m STEEL LIGHTNING MAST
STEELWORK DETAILS
0A
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14991 OVERALL NOMINAL HEIGHT 1600 ! 1---.~--------"""""---" _ ___, r--------''"~""'--------~· ~
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• ...,_LUI
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,.. ft. btU CI'W TO CIIUIII
' ALL STm CDL TO AS111ZS _. auDt: .,._ UAD. AU. STm I'Lo\Tl TO AS111Z1 »71 auDt: 151 UAD.
L AU. nm. lARS Alii SK111111 TO Allllll Jflll 11tM1E lSI U.U. J. ALL WB.III 11 AIIIIZI 1554 PARI' ' 4. ALL TAPIR UICI .-r LBm11!1 AM: ......_ UAD. S. ALL !nEB. TO • FIIJ.'f tilT .. lliALVAIIISEII AFTER FAIIKATDII
• ACaiiWa tmtl AS1US .-. a. ~f'fs ~I! aAST CWIID 11 CLASS I VI AS
1. IIDIM ALL - .-. ..., !Ill& IIB'CIII! ULVAIUIIIII.
• 1 .... 1 .. ... I -I -I -I I I
0075-11
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